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C <br />DBL. <br />TOP <br />PLATE 0 <br />m <br />BAR DETAIL <br />A BCALE:IR'•I'-m' <br />(2) LAYERS OF 5/4' PLYWOOD <br />OR (2) LAYERS OF 5/4' Sift <br />FLOOR MATERIAL RIPS MR <br />/OLID NAILNG <br />AHU SECURE TREADS TO 6TRIN3ER <br />WK310 3' SCREUB EA <br />STRNGER, tNTMEADED SHANC <br />TO EXIV40 BEYOW TWN:K ESS <br />OF 80 4-LOOK SMEATHNS <br />42' H. V2 <br />WALL UV <br />cAl• <br />U <br />3/4' XIC <br />F'LA1 <br />1' MAX. <br />w <br />NOSING 10• <br />T d <br />MIN. <br />/ <br />O <br />2X4 ATTACHED UV Wd <br />MASONRY NAILS • 2X4 P.T. <br />SLEEPER INTO SLAB WITHIN S' <br />OF EACH END, 32. OC. MAX. <br />42' HIGH <br />HALF WALL <br />W/ CAP <br />3/4' T:G MA FLOOR I LA U N . <br />OLUND 1 SCREW <br />r" FASTI ER <br />ECHEC." <br />/ <br />PRE-!NG'D A. owwleys"H <br />(an R <br />/ <br />FRAMING 6FEFT) <br />lIQ4'.i. <br />STAIRS RISERS TO CoNftml TO PBCR <br />/ <br />TTI EDITION (20M) <br />/ <br />MIN. TREAD•10' MAX. RISER•T 314' <br />STAIR DATA: <br />3Mr' MAX. VARIATION N <br />/ <br />BR 0 IS2' <br />RBERSrtREAM ADJACENT TO EACH <br />14 TREADS 0 <br />OTHER 3/V MAX. VARIATION N ANY <br />/ <br />Im'• I.NOSm <br />Rww"AD HANDRAIL CIRCULAR <br />CRoes SECTION DIA TO BE I I/4' .-V4' <br />S T 0 R <br />OR P 40VDE EOUIVALM <br />. <br />SRASPA84LITY WRWERS- MN W IWDE • <br />NARROU END MK II' WIDTH • O' RI:CM <br />NARROW END 34' MN, HANDRAIL MST. <br />S-242 SYP STRINGER <br />REPlORCED UV2X4 SIT <br />UVCONT. BEAD OF <br />SIa-BOOR AC-HM E <br />4ENCLLOSED ACCESSIBLE SPACE MOOR <br />R--400 OR SIIILAIE • <br />STAIRS SWILL HAVE WALLS. UNDER <br />EA MORZONTAL NX <br />STAIR SWPACE AND ANY SOFFITS <br />PIloTEC7ED ON THE ENCLOSED SDE <br />2X 4& RCNS <br />WTH LIV OYPOLM 00AImS. RROM302.T. <br />• EA 2 STRINSER <br />2xa <br />SECURE WNd S'-S' 0C, <br />STAIR SECTION <br />THE CLEAR SPACE BETWEEN <br />1 1/2' THE HANDRAIL AND THE WALL <br />MIN. SHALL BE NO LESS THAN 1 1/2' <br />HANDRAIL • 36CING' AS PER FBCR R311.9.8.2 <br />W/ 2X4 RE-IrFOR <br />NOTE: <br />HANDRAIL ENDS SHALL BE <br />RETURNED TO THE WALL OR <br />TERMINATE INTO A NEWEL <br />POST. <br />NOTE: <br />I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A <br />DIAMETER OF ii't 2' OR A NONCIRCULAR CROSS SECTION WITH A <br />PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 I/4' AND <br />A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES <br />SHALL HAVE A MINIMUM RADIUS OF 1/0'. <br />2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF <br />FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY <br />DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE <br />SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM <br />STRESSES- PER SECTION 16016.1 / F.B.G. 2020 <br />CHANDRAIL SECTION <br />SCALE:3/4'.I' <br />��- <br />NOTE:D HEADER FINISH TO BE PER <br />COMMUNITY STANDARDS <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX:407-774.4078 <br />w abdesigngroupxom <br />AA I: 0003325 <br />0 <br />mm <br />aunDiv. Be LAT: <br />41 <br />ABBOTT PARK <br />LOT #6 <br />BLK #14 <br />PHASE #4C <br />PIROJECT# <br />14 4 —06141 <br />MODEi4: <br />4EHB <br />"2605—HAYDEN" <br />GARAGZ DWEIIM: <br />RIGHT <br />PAGE: <br />FLOOR PLAN <br />SECTIONS / <br />DETAILS <br />160 MPH EXP. C <br />2 <br />DltlNT 'I <br />A 10/26/21 <br />aCALE: 1/4"=1'-0" <br />8*lZZT <br />Al <br />